@@simplystructural8424 Sir i heard that, Only when corner of the slab lift up we need to provide torsional reinforcement. Are you saying opposite?? Please correct me...
@@positivevibes4265 when the corners of slab are restrained ( not free to lift), we need to provide torsional reinforcement at corners. Restraints may be due to wall above the slab or due to monolithic construction.
Very fundamental and conceptual explanation covering major aspects of design.
Very good work 👍
Great explanation
Nicely explained.👏
Thank you👍
@@simplystructural8424
Sir i heard that,
Only when corner of the slab lift up we need to provide torsional reinforcement. Are you saying opposite??
Please correct me...
@@positivevibes4265 when the corners of slab are restrained ( not free to lift), we need to provide torsional reinforcement at corners. Restraints may be due to wall above the slab or due to monolithic construction.
Sir when you upload the example video with excel sheet for design pf two way restrained slab?
I will upload it on sunday 👍
👍👍
Great
Sir will you please share the 9 cases of Slab in pdf format.
👍